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ROOF CONSTRUCTION: <br />LIFETIME ASPHALT SHINGLES OVER 15 <br /># ROOF FELT <br />- <br />IGF_ � WATER SHIELD AT ALL ROOF <br />EDGES, RIDGES AND VALLEYS PER <br />'A <br />CODE f...... r �.. <br />- 5/8" APA -RATED 05B ROOF .:... <br />SHEATHING W/''H" CLIPS <br />- PRE-ENGINEERED ROOF TRUSSES @ TYPICAL ROOF VENTILATION AND <br />24' O.G. - TRUSS DESIGN INSULATION: <br />CONFIGURATION BY TRUSS SUPPLIER - USE SOFFIT VENT5, 2'` AIR CHUTES, <br />(COORDINATE WITH STRUCTURAL AND RIDGE VIE TO PROVIDE <br />ENGINEER) CONTINUOUS AIR FLOW <br />- BLOWN -IN FIBERGLASS INSULATION <br />(R-49 TOTAL MIN.) <br />AT VAULTED/GATHEDRAL CEILINGS <br />TYPICAL ROOF EDGE TRIM: USE R-49 5PRAYFOAM AFTER AIR <br />- PREFINI5HED GUTTERS AND CHUTES ARE INSTALLED <br />DOWNSPOUTS WHERE INDICATED ON <br />ROOF PLAN AND ELEVATIONS TRUSS DESIGNER TO VERIFY FINAL VAULTED <br />- PREFINISHED METAL DRIP EDGE TO CEILING PROFILES WITH OWNERS <br />MATCH ROOF COLOR <br />-1X4 DRIP BOARD SEE BUILDING SECTIONS AND FLOOR PLANS <br />5/4X12 FASCIA BOARD (SEE EXT. w FOR VARYING CEILING HEIGHTS <br />ELEVATIONS FOR EXCEPTIONS) w <br />2X SUB FASCIA BOARD TYPICAL CEILING. <br />-3/8" THICK ROUGH -SAWN EXT. GRADE uXi - VAPOR RETARDER ON THE WARM SIDE <br />PLYWOOD SOFFITS WITH GONTINUOUS w (ALL SEAMS JOINTS SEALED) <br />SOFFIT VENT (TRIM VENT AS REQ'D) - 5/8" GYP. BOARD ON ALL CEILINGS WITH <br />- 2X10 FRIEZE BOARDS (SEE EXT. TYPE 5 FINISHES <br />ELEVATIONS FOR EXCEPTIONS) OR - VAULTS, SOFFITS $ CEILING HEIGHTS AS <br />5/4X10 W/EXTERIOR-GRADE BACKER SHOWN ON ARCHITECTURAL DRAWINGS <br />BOARD - SEAL CEILING PENETRATIONS TO <br />PREVENT VAPOR TRANSMISSION, USE <br />SEALED ELECTRICAL BOXES (LE55GO) <br />OPTION NET BLOW ACOUSTIC <br />INSULATION - SEE ALTERNATES T.O.UPPER LEVEL S.F. _ <br />110'-9 7/8" (963'-21/8" <br />20" FLOOR TRUSSES - COORDINATE <br />TRU55 TRUSS DESIGN WITH $ HVAG <br />TRUNKS AND RUNS <br />=11 —010 <br />3 <br />A9 <br />TYPICAL EXTERIOR WINDOW TRIM <br />FLASHING DETAILS: 3 = <br />SEE EXTERIOR ELEVATIONS <br />TYPICAL TRIM � FLASHING j tea \ <br />DETAILS ON SHEET A9 1 6' <br />w <br />X \ <br />w _ SPRAY -FOAM RIMS WIThi <br />TYPICAL WALL CONSTRUCTION: w R-21 INSULATION AFTER RIM <br />- WALL SHINGLES (SEE EXTERIOR PENETRATIONS. ARE <br />ELEVATION KEY) COMPLETE <br />- TWO LAYERS D BUILDING PAPER <br />(DOUBLE D) OR TYVEK OPTION NET � BLOW ACOUSTIC <br />- 7/16" APA -RATED 0513 WALL INSULATION IN FLOOR TRU55 CAVITIES <br />SHEATHING ' ' - VERIFY EXTENT WITH OWNERS <br />- 2x6 STUDS @ 16"o.c. W/R-20 (MIN.) <br />FIBERGLASS BATT INSULATION T.O. MAIN LEVEL S.F. _ <br />- VAPOR RETARDER ON WARM SIDE 100'-O" 952'-41/4" A.S.L. <br />WITH ALL SEAMS AND JOINTS SEALEDCOORDINATE; <br />-1/2" GYP. BOARD WITH TYPE 4 FINISH i' ` ' t' ' "' ' '''fTRUSSES <br />LL PENETRATIONS TO � � TRUS TRU 55 DESIGN WITH HVAC <br />- SEAL WA <br />PREVENT VAPOR TRANSMISSION, USE TRUNKS AND RUNS <br />LE55GO BOXES TYP. <br />INSTALL 4" GAS TIGHT PVC PIPE FOR <br />PASSIVE STAGK VENTING FROM I TYPICAL FLOOR CONSTRUCTION: <br />DRAINTILE TO ROOF AS PART OF - 3/4, APA -RATED LP 450 SUBFLOOR <br />PASSIVE RADON MITIGATION. VENT GLUED $SCREWED (OR GLUED AND <br />FROM SEALED SUMP BASKET (NOT O RING -SHANK NAL.ED) TO FLOOR FRAMING <br />SHOWN AT THI5 LOCATION). a - 20" FLOOR TRUSSES (SEE WALL <br />0 lY SECTIONS $ FLOOR PLANS, $ <br />w <br />v- <br />000 GOORDINATE WITH STRUCTURAL <br />g 'CIL) ENGINEER) <br />m <br />N <br />PRESSURE TREATED PLATES OVER <br />� SILL GASKET (TYPICAL) - SEE <br />STRUCTURAL NOTES FOR ANCHOR <br />BOLT SIZE $ PLACEMENT <br />THERMAL BREAK/ JOINT SEALANT <br />BETWEEN FOUNDATION AND SLAB <br />z 2 ' <br />SLOPE EXTERIOR DRIVEWAY, WALKS f <br />AND PATIOS AWAY FROM HOME 1/4" PER g T.O. LOWER LEVEL SLAB = <br />12" (NOT SHOWN IN THI5 VIEW) G 89'-7 3/4" (942'-D" A.S.L.) <br />TOPSOIL - TYP. FINAL GRADE TO SLOPE <br />MIN. AWAY FROM FOUNDATION WITH A 6" z <br />DROP OVER FIRST 10'-0" l9 <br />� v <br />m <br />w <br />TYPICAL WALKOUT FOUNDATION: <br />- SEE STRUCTURAL DRAWINGS FOR <br />FOOTING SIZES � REINFORCEMENT e <br />- R-15 RIGID INSULATION (EPS) ON < <br />FOUNDATION EXTERIOR OR R-10 EP5 IF E 4 <br />HOME MEETS AIR CHANGE •. c <br />REQUIREMENTS <br />- TUFF�DRI WATERPROOFING DOWN <br />OVER FOOTING <br />- FOOTINGS TO 51T ON UNDISTURBED <br />SOIL OR COMPACTED GRANULAR FILL <br />- BOTTOM OF FOOTING TO BE BELOW <br />FR05T DEPTH - 42" BELOW GRADE MIN. <br />- BACKFILL FOUNDATION WITH CONCRETE AND REINFORCING USED I <br />FREE -DRAINING, COMPACTED PROJECT TO COMPLY WITH CURRENT <br />BACKFILL � GAP WITH POSITIVELY MINNESOTA RESIDENTIAL CODE <br />SLOPED TOP5011 REQUIREMENTS <br />-rYo \a/Al ► CCD WALKOUT <br />1/2" =1'-0„ <br />HOLD REINFORGING 3" FROM <br />FOOTING f FOUNDATION <br />SURFACES ON EXPOSED SIDES <br />SLAB -ON -GRADE: <br />- NEW 4' POURED GONG. SLAB - SEE <br />STRUCTURAL DRAWINGS FOR SLAB <br />REINFORCING 512E $ SPACING <br />- CREATE BOND BREAK BETWEEN SLAB <br />EDGE AND FOUNDATION WALL <br />- 27 R-10 RIGID INSULATION B5LOW SLAB <br />- GROS5 !AMINATED RADON/VAPOR <br />BARRIER (TU -TUFF OR EQUAL) SEAL ALL <br />EDGES <br />- 6 MIN. DEPTH COMPACTED, WASHED <br />ROCK DRAIN BED TO DRAIN TO INTERIOR <br />DRAIN TII E AND SUMP BASKET WITH <br />RADON VENTILATION <br />TYPICAL WALL CONSTRUCTION: <br />- WALL SHINGLES (SEE EXTERIOR <br />ELEVATION KEY) <br />- TWO LAYERS D BUILDING PAPER <br />(DOUBLE D) OR TYVEK <br />- 7/16" APA -RATED OSB WALL <br />SHEATHING <br />- 2x6 STUDS @ 16"o.c. W/R-20 (MIN.) <br />FIBERGLASS BATT INSULATION <br />- VAPOR RETARDER ON WARM SIDE <br />WITH ALL SEAMS AND JOINTS SEALED <br />-1/2" GYP. BOARD WITH TYPE 4 FINISH <br />- SEAL WALL PENETRATIONS TO <br />PREVENT VAPOR TRANSMISSION. USE <br />LF-55GO BOXES TYP. <br />INSTALL 4' GAS TIGHT PVC PIPE FOR <br />PASSIVE STACK VENTING FROM <br />DRAINTILE TO ROOF AS PART OF <br />PA551VE RADON MITIGATION. VENT <br />FROM SEALED SUMP BASKET (NOT <br />SHOWN AT THIS LOCATION). <br />SLOPE EXTERIOR DRIVEWAY, WALKS <br />AND PATIOS AWAY FROM HOME 1/4" PER <br />12" (NOT SHOWN IN THIS VIEW) <br />TOPSOIL - TYP. FINAL GRADE TO SLOPE 5'. <br />MIN. AWAY FROM FOUNDATION WITH A 6" <br />DROP OVER FIRST 10'-0" <br />SPRAY -FOAM RIMS WITH <br />R-21 INSULATION AFTER RIM <br />PENETRATIONS ARE COMPLETE <br />OPTION NET � BLOW ACOUSTIC <br />INSULATION IN FLOOR TRUSS CAVITIES <br />- VERIFY EXTENT WITH OWNERS <br />T.D. MAIN LEVEL S.F. _ <br />100'-O" (952'-41/4" A.S.LL <br />•1zr r }? i 1i �i ,?li i z; r..t ':i�'it <br />z ,z •,�r, ,) '; ,x x 20" FLOOR TRUSSES - COORDINATE <br />TRUSS TRUSS DESIGN WITH � HVAG <br />TRUNKS AND RUNS <br />2" <br />TYPICAL LOOKOUT FOUNDATION: <br />�1 <br />I -T T ►.. <br />t. <br />- SEE STRUCTURAL DRAWINGS FOR <br />PROPOSED SURVEY <br />AO <br />- 3/4" APA -RATED LP 450 5UBFLOOR <br />FOOTING SIZES � REINFORCEMENT <br />SITE PLAN <br />A2 <br />- 2" 'GERTSTUD' INSULATION SYSTEM <br />GLUED � SCREWED (OR GLU AND <br />- SEE STRUCTURAL DRAWINGS FOR <br />(FLUSH W/ FACE OF WALL SHEATHING) <br />RING -SHANK NAILED) TO FLOOR FRAMING <br />RING -SHANK NAILED) TO FLOOR FRAMING <br />OVER GONG. FDN. WALL <br />FOOTING SIZES $ REINFORCEMENT <br />- 20" FLOOR TRUSSES (SEE WALL <br />- TUFF�DRI WATERPROOFING DOWN <br />ELEVATIONS <br />oc <br />OOTING- <br />OVER FOOTING- <br />SECTIONS $ FLOOR PLANS, <br />_ <br />-FOOTINGS TO 51T ON UNDISTURBED <br />COORDINATE WITH STRUCTURAL <br />COORDINATE WITH STRUCTU t <br />SOIL OR COMPACTED GRANULAR FILL <br />U- <br />ENGINEER) <br />- BOTTOM OF FOOTING TO BE BELOW <br />� <br />Q) <br />O <br />FR05T DEPTH - 42" BELOW GRADE MIN. <br />w � <br />Ul <br />- BACKFILL FOUNDATION WITH <br />_j J <br />CONCRETE AND REINFORCING USED I <br />FREE -DRAINING, COMPACTED <br />0� <br />PROJECT TO COMPLY WITH CURRENT <br />BACKFILL � GAP WITH POSITIVELY <br />- 2" R-10 RIGID INSULATION BELOW SLAB <br />MINNE50TA RESIDENTIAL CODE <br />SLOPED TOPSOIL <br />OO <br />PRESSURE TREATED PLATES OVER <br />REQUIREMENTS <br />TYP VVALL. SEGTION <br />TYPICAL LOOKOUT FOUNDATION: <br />�,. <br />R <br />I -T T ►.. <br />t. <br />- SEE STRUCTURAL DRAWINGS FOR <br />PROPOSED SURVEY <br />AO <br />- 3/4" APA -RATED LP 450 5UBFLOOR <br />FOOTING SIZES � REINFORCEMENT <br />SITE PLAN <br />A2 <br />- 2" 'GERTSTUD' INSULATION SYSTEM <br />GLUED � SCREWED (OR GLU AND <br />- SEE STRUCTURAL DRAWINGS FOR <br />(FLUSH W/ FACE OF WALL SHEATHING) <br />RING -SHANK NAILED) TO FLOOR FRAMING <br />RING -SHANK NAILED) TO FLOOR FRAMING <br />OVER GONG. FDN. WALL <br />FOOTING SIZES $ REINFORCEMENT <br />- 20" FLOOR TRUSSES (SEE WALL <br />- TUFF�DRI WATERPROOFING DOWN <br />ELEVATIONS <br />oc <br />OOTING- <br />OVER FOOTING- <br />SECTIONS $ FLOOR PLANS, <br />_ <br />-FOOTINGS TO 51T ON UNDISTURBED <br />COORDINATE WITH STRUCTURAL <br />COORDINATE WITH STRUCTU t <br />SOIL OR COMPACTED GRANULAR FILL <br />U- <br />ENGINEER) <br />- BOTTOM OF FOOTING TO BE BELOW <br />� <br />Q) <br />O <br />FR05T DEPTH - 42" BELOW GRADE MIN. <br />w � <br />Ul <br />- BACKFILL FOUNDATION WITH <br />_j J <br />CONCRETE AND REINFORCING USED I <br />FREE -DRAINING, COMPACTED <br />0� <br />PROJECT TO COMPLY WITH CURRENT <br />BACKFILL � GAP WITH POSITIVELY <br />- 2" R-10 RIGID INSULATION BELOW SLAB <br />MINNE50TA RESIDENTIAL CODE <br />SLOPED TOPSOIL <br />OO <br />PRESSURE TREATED PLATES OVER <br />REQUIREMENTS <br />TYP VVALL. SEGTION <br />@ L.00KOUT <br />1/2" =1'-O" <br />TYPIGAL WALL CONSTRUCTION: <br />- WALL SHINGLES (SEE EXTERIOR <br />ELEVATION KEY) - <br />- TWO LAYERS D BUILDING PAPER <br />(DOUBLE D) OR TYVEK <br />- 7/16" APA -RATED 0513 WALL <br />SHEATHING <br />- 2x6 STUDS @ 16"o.c: W/R-20 (MIN.) <br />FIBERGLASS BATT INSULATION <br />- VAPOR RETARDER ON WARM SIDE <br />WITH ALL SEAMS AND JOINTS SEALED <br />-1/2" GYP. BOARD WITH TYPE 4 FINISH <br />- SEAL WALL PENETRATIONS TO <br />PREVENT VAPOR TRANSMISSION. USE <br />LES5G0 BOXES TYP. <br />SLOPE EXTERIOR DRIVEWAY, WALKS <br />AND PATIOS AWAY FROM HOME 1/4" PER <br />12" (NOT SHOWN IN THI5 VIEW) <br />TOPSOIL - TYP. FINAL GRADE TO SLOPE 5' <br />MIN. AWAY FROM FOUNDATION WITH A 6" <br />DROP OVER FIRST 10-9 <br />INSTALL 4' GAS TIGHT PVC PIPE FOR <br />PASSIVE cAGK VENTING FROM <br />DRAINTILE TO -ROOF AS PART OF <br />PASSIVE RADON MITIGATION. VENT <br />FROM SEALED SUMP BASKET (NOT <br />SHOWN AT THIS LOCATION). <br />T.O. LOWER LEVEL SLAB = <br />89'-7 314'(34-2-0" A.S.L.) <br />HOLD REINFORCING 3" FROM <br />FOOTING � FOUNDATION <br />SURFACES ON EXPOSED SIDES <br />SLAB -ON -GRADE: <br />- NEW 4' POURED GONG. SLAB SEE <br />STRUCTURAL DRAWINGS FOR SLAB <br />REINFORCING SIZE � SPACING <br />- CREATE BOND BREAK BETWEEN SLAB <br />EDGE AND FOUNDATION WALL <br />- 2" R-10 RIGID INSULATION BELOW SLAB <br />- GROSS LAMINATED RADON/VAPOR <br />BARRIER (TU -TUFF OR EQUAL) - SEAL ALL <br />EDGES <br />- 6" MIN. DEPTH COMPACTED, WASHED <br />ROCK DRAIN BED TO DRAIN TO INTERIOR <br />DRAIN TILE AND SUMP BASKET WITH <br />RADON VENTILATION <br />SPRAY -FOAM RIMS WITH <br />12-21 INSULATION AFTER RIM <br />PENETRATIONS ARE COMPLETE <br />OPTION NET BLOW ACOUSTIC <br />.r INSULATION IN FLOOR TRUSS CAVITIES <br />- VERIFY EXTENT WITH OWNERS <br />T.O. MAIN LEVEL S.F. _ <br />:? n 100'-0" (952-41/4" A.S.L.) <br />�,. <br />R <br />I -T T ►.. <br />TYPICAL FLOOR CONSTRUCTION: <br />.W <br />_ <br />PROPOSED SURVEY <br />AO <br />- 3/4" APA -RATED LP 450 5UBFLOOR <br />r <br />SITE PLAN <br />A2 <br />GLUED � SCREWED (OR GLUED AND <br />GLUED � SCREWED (OR GLU AND <br />- SEE STRUCTURAL DRAWINGS FOR <br />O <br />RING -SHANK NAILED) TO FLOOR FRAMING <br />RING -SHANK NAILED) TO FLOOR FRAMING <br />ROOF PLAN <br />FOOTING SIZES $ REINFORCEMENT <br />- 20" FLOOR TRUSSES (SEE WALL <br />- 20" FLOOR TRUSSES (SEE ' L <br />ELEVATIONS <br />oc <br />SECTIONS � FLOOR PLANS, � <br />SECTIONS $ FLOOR PLANS, <br />_ <br />0 <br />COORDINATE WITH STRUCTURAL <br />COORDINATE WITH STRUCTU t <br />DETAILS <br />U- <br />ENGINEER) <br />ENGINEER) <br />� <br />Q) <br />O <br />N <br />w � <br />Ul <br />- TUF=;DRI WATERPROOFING DOWN <br />_j J <br />r <br />0� <br />_j <br />o if <br />- 2" R-10 RIGID INSULATION BELOW SLAB <br />OO <br />PRESSURE TREATED PLATES OVER <br />- GROSS LAMINATED RADON/VAPOIR <br />SILL GASKET (TYPICAL) - SEE <br />PRESSURE TREATED PLATES OVER <br />SOIL OR COMPACTED GRANULAR FILL <br />STRUCTURAL NOTES FOR ANCHOR <br />BARRIER (TU -TUFF OR EQUAL) -SEAL ALL <br />SILL GASKET "GAL) - SEE <br />BOLT SIZE � PLACEMENT <br />- BOTTOM OF FOOTING TO BE BELOW <br />PROJECT TO COMPLY WITH CURRENT <br />THERMAL BREAK/ JOINT SEALANT <br />BETWEEN FOUNDATION AND SLAB <br />BOLT SIZE $ PLACEMENT <br />- 6" MIN. DEPTH COMPACTED, WASHED <br />T.O. LOWER LEVEL SLAB = <br />89'-7 314'(34-2-0" A.S.L.) <br />HOLD REINFORCING 3" FROM <br />FOOTING � FOUNDATION <br />SURFACES ON EXPOSED SIDES <br />SLAB -ON -GRADE: <br />- NEW 4' POURED GONG. SLAB SEE <br />STRUCTURAL DRAWINGS FOR SLAB <br />REINFORCING SIZE � SPACING <br />- CREATE BOND BREAK BETWEEN SLAB <br />EDGE AND FOUNDATION WALL <br />- 2" R-10 RIGID INSULATION BELOW SLAB <br />- GROSS LAMINATED RADON/VAPOR <br />BARRIER (TU -TUFF OR EQUAL) - SEAL ALL <br />EDGES <br />- 6" MIN. DEPTH COMPACTED, WASHED <br />ROCK DRAIN BED TO DRAIN TO INTERIOR <br />DRAIN TILE AND SUMP BASKET WITH <br />RADON VENTILATION <br />SPRAY -FOAM RIMS WITH <br />12-21 INSULATION AFTER RIM <br />PENETRATIONS ARE COMPLETE <br />OPTION NET BLOW ACOUSTIC <br />.r INSULATION IN FLOOR TRUSS CAVITIES <br />- VERIFY EXTENT WITH OWNERS <br />T.O. MAIN LEVEL S.F. _ <br />:? n 100'-0" (952-41/4" A.S.L.) <br />s <br />Eli <br />20" FLOOR TRUSSES - COORDINATE <br />TRUSS TRUSS DESIGN WITH � HVAG <br />TRUNKS AND RUNS <br />�,. <br />R <br />I -T T ►.. <br />HOLD REINFORCING 37 FROM <br />.W <br />_ <br />PROPOSED SURVEY <br />AO <br />M . <br />r <br />s <br />Eli <br />20" FLOOR TRUSSES - COORDINATE <br />TRUSS TRUSS DESIGN WITH � HVAG <br />TRUNKS AND RUNS <br />T.O. LOWER LEVEL SLAB = <br />89'4 3/4:(_942'-O" A.S.L.) <br />SHEET INDEX <br />5ur-1 <br />HOLD REINFORCING 37 FROM <br />TYPICAL FLOOR GON5TRUCTION: <br />PROPOSED SURVEY <br />AO <br />FOOTING it FOUNDATION <br />- 3/4' APA -RATED LP 450 SU jLOOR <br />SITE PLAN <br />A2 <br />SURFACES ON EXPOSED SIDES <br />GLUED � SCREWED (OR GLU AND <br />- SEE STRUCTURAL DRAWINGS FOR <br />A4 <br />O <br />RING -SHANK NAILED) TO FLOOR FRAMING <br />ROOF PLAN <br />FOOTING SIZES $ REINFORCEMENT <br />° <br />- 20" FLOOR TRUSSES (SEE ' L <br />ELEVATIONS <br />A8 <br />oc <br />SECTIONS $ FLOOR PLANS, <br />STRUCTURAL DRAWINGS FOR SLAB <br />Al0 <br />TYP. WALL SEGTION5 <br />COORDINATE WITH STRUCTU t <br />DETAILS <br />REINFORCING SIZE $ SPACING <br />0 <br />U - <br />ENGINEER) <br />OVER GONG. FON. WALL <br />O <br />N <br />- TUF=;DRI WATERPROOFING DOWN <br />_j J <br />EDGE AND FOUNDATION WALL <br />_j <br />o if <br />- 2" R-10 RIGID INSULATION BELOW SLAB <br />- FOOTINGS TO SIT ON UNDISTURBED <br />- GROSS LAMINATED RADON/VAPOIR <br />OO <br />PRESSURE TREATED PLATES OVER <br />SOIL OR COMPACTED GRANULAR FILL <br />CONCRETE AND REINFORCING USED I <br />BARRIER (TU -TUFF OR EQUAL) -SEAL ALL <br />SILL GASKET "GAL) - SEE <br />- BOTTOM OF FOOTING TO BE BELOW <br />PROJECT TO COMPLY WITH CURRENT <br />STRUCTURAL NOTES FOR ANCHOR <br />FROST DEPTH - 42" BELOW GRADE MIN. <br />BOLT SIZE $ PLACEMENT <br />- 6" MIN. DEPTH COMPACTED, WASHED <br />- BAG<9LL FOUNDATION WITH <br />REQUIREMENTS <br />ROCK DRAIN BED TO DRAIN TO INTERIOR <br />THERMAL BREAK/ JOINT SEALANT <br />FREE-:�2AINING, COMPACTED <br />DRAIN TILE AND SUMP BASKET WITH <br />BETWEEN FOUNDATION A\D SLAB <br />T.O. LOWER LEVEL SLAB = <br />89'4 3/4:(_942'-O" A.S.L.) <br />1/2" <br />464 SECOND STREET PHONE: 952-470-9750 <br />SUITE 100 FAX: 952-767-5859 <br />EXGELSIOR, MN 55331 info@sharrattdesign.com <br />SHEET INDEX <br />5ur-1 <br />HOLD REINFORCING 37 FROM <br />Sur -2 <br />PROPOSED SURVEY <br />AO <br />FOOTING it FOUNDATION <br />TYPICAL FULL-HGT. FOUNDATION: <br />SITE PLAN <br />A2 <br />SURFACES ON EXPOSED SIDES <br />A3 <br />- SEE STRUCTURAL DRAWINGS FOR <br />A4 <br />SLAB -ON -GRAD <br />A5 <br />ROOF PLAN <br />FOOTING SIZES $ REINFORCEMENT <br />ELEVATIONS <br />-NEW 4 POURED GONG. SLAB - S=E <br />ELEVATIONS <br />A8 <br />- 2" 'GERTI5TUD' INSULATION SYSTEM <br />A9 <br />STRUCTURAL DRAWINGS FOR SLAB <br />Al0 <br />TYP. WALL SEGTION5 <br />(FLUSH W/ FACE OF WALL SHEATHING) <br />DETAILS <br />REINFORCING SIZE $ SPACING <br />STRUCTURAL PLANS <br />52 <br />OVER GONG. FON. WALL <br />- CREATE BOND BREAK BETWEEN SLAB <br />- TUF=;DRI WATERPROOFING DOWN <br />EDGE AND FOUNDATION WALL <br />OVER FOOTING <br />- 2" R-10 RIGID INSULATION BELOW SLAB <br />- FOOTINGS TO SIT ON UNDISTURBED <br />- GROSS LAMINATED RADON/VAPOIR <br />SOIL OR COMPACTED GRANULAR FILL <br />CONCRETE AND REINFORCING USED I <br />BARRIER (TU -TUFF OR EQUAL) -SEAL ALL <br />- BOTTOM OF FOOTING TO BE BELOW <br />PROJECT TO COMPLY WITH CURRENT <br />EDGES <br />FROST DEPTH - 42" BELOW GRADE MIN. <br />MINNE50TA RESIDENTIAL CODE <br />- 6" MIN. DEPTH COMPACTED, WASHED <br />- BAG<9LL FOUNDATION WITH <br />REQUIREMENTS <br />ROCK DRAIN BED TO DRAIN TO INTERIOR <br />FREE-:�2AINING, COMPACTED <br />DRAIN TILE AND SUMP BASKET WITH <br />BAGS='_L $ GAP WITH POSITIVELY <br />RADON VENTILATION <br />51L0%=0 TOPSOIL <br />TYPl_ WALL SECTION <br />@ FULL -HOT. FOUNDATION WALL <br />1/2" <br />464 SECOND STREET PHONE: 952-470-9750 <br />SUITE 100 FAX: 952-767-5859 <br />EXGELSIOR, MN 55331 info@sharrattdesign.com <br />PROJ EGT TE/A r* -1 <br />Al2GHITEGT <br />SHARRATT DESIGN � GOMPANY <br />CONTACT: MIKE 51­1?.RRATT <br />PHONE: (952) 470-9750 <br />EMAIL: msharratt@sharrattclesign.com <br />STRUCTURAL ENGINEER <br />LARSON ASSOCIATES, ING. <br />CONTACT: JED LARSON <br />CELL: (763) 682-9530 <br />EMAIL: larson jed@gmail.com <br />GENERAL GONTRAGTOR <br />EVERLA57' ENTERPRISES <br />CONTACT: JIM CLEARY <br />PHONE: (612) 868-0748 <br />EMIAL: jim@everlastenterprises.com <br />iii 0 <br />SHEET INDEX <br />5ur-1 <br />EXISTING SURVEY <br />Sur -2 <br />PROPOSED SURVEY <br />AO <br />GENERAL NOTES � RENDERINGS <br />Al <br />SITE PLAN <br />A2 <br />LOWER LEVEL PLAN <br />A3 <br />MAIN LEVEL PLAN <br />A4 <br />UPPER LEVEL PLAN <br />A5 <br />ROOF PLAN <br />A6 <br />ELEVATIONS <br />A7 <br />ELEVATIONS <br />A8 <br />BUILDING SECTIONS DETAILS <br />A9 <br />BUILDING SECTIONS DETAILS <br />Al0 <br />TYP. WALL SEGTION5 <br />All <br />DETAILS <br />51 <br />STRUCTURAL PLANS <br />52 <br />STRUCTURAL PLANS <br />PROJ EGT TE/A r* -1 <br />Al2GHITEGT <br />SHARRATT DESIGN � GOMPANY <br />CONTACT: MIKE 51­1?.RRATT <br />PHONE: (952) 470-9750 <br />EMAIL: msharratt@sharrattclesign.com <br />STRUCTURAL ENGINEER <br />LARSON ASSOCIATES, ING. <br />CONTACT: JED LARSON <br />CELL: (763) 682-9530 <br />EMAIL: larson jed@gmail.com <br />GENERAL GONTRAGTOR <br />EVERLA57' ENTERPRISES <br />CONTACT: JIM CLEARY <br />PHONE: (612) 868-0748 <br />EMIAL: jim@everlastenterprises.com <br />iii 0 <br />a <br />• <br />• <br />• <br />a <br />10/20/17 <br />■■©■■■■■■■ <br />• <br />■©■■■■MEMO <br />• <br />■©EM■E■EEE <br />12/13/17 <br />12/22/17 <br />01/23/16 <br />03/17/18 <br />• =EEM®■EM■■■ <br />•. •- _ <br />©EEM■EE■■■ <br />• . <br />EMMEE©EMME <br />• - = <br />NONE <br />MEMO <br />MEMO <br />NONE <br />■MEN <br />■■■■MEN <br />PROPOSED DF-51ON FOR: <br />2055 Gosco Point Rd <br />Wayzata, MN 5531 <br />SHEET <br />I FrA I�OTIGF_� <br />THESE DOCUMENTS SHALL NOT BE REPRODUCED OR <br />REDISTRIBUTED WITH OUT EXPRESSED WRITTEN <br />CONSENT OF SHARRATT DESIGN $ COMPANY, LLC. <br />O COPYRIGHT 2018 SHARRATT DESIGN <br />COMPANY LLC. <br />